now perfected, act to allow the connection of tubular components, raccordabili in order to prepare according to desired angles

• 1. 对管状的结构进行预先准备和绘图 [P] . 中国专利： CN111616724A . 2020-09-04
• 2. 一种对已经建立的长连接不断开进行加速的方法及系统 [P] . 中国专利： CN101827020B . 2013.01.30
• 3. now perfected, act to allow the connection of tubular components, raccordabili in order to prepare according to desired angles [P] . IT9021983D0 . 1990-11-07

  机译： 现在已经完善，可以连接管状组件raccordabili，以便根据所需角度进行准备

• 4. Improved joint designed to allow the connection of tubular elements which can be connected together so as to be arranged at the desired angles [P] . IT1245645B . 1994-10-03

  机译： 改进的接头设计成允许连接管状元件，这些管状元件可以连接在一起，并以所需的角度布置

• 5. Component set for the connection of in each case two in any desired angle joint ends profile rods sections [P] . 德国专利： DE2925700A1 . 1980-02-07

  机译： 组件集，用于在任何情况下以任意所需的角度连接两个端部型材杆段

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• 3. Seismic Behavior of Diaphragm-Through Connections of Concrete-Filled Square Steel Tubular Columns and H-Shaped Steel Beams [J] . Rong Bin, Chen Zhihua, Apostolos Fafitis, 天津大学学报（英文版） . 2013,第003期
• 4. Progressive Collapse Analysis of Concrete-Filled Steel Tubular Frames with Semi-rigid Connections [J] . XU Man, ZHANG Sumei, GUO Lanhui, 天津大学学报：英文版 . 2011,第006期
• 5. Progressive Collapse Analysis of Concrete-Filled Steel Tubular Frames with Semi-rigid Connections [J] . XU Man, ZHANG Sumei, GUO Lanhui, 天津大学学报（英文版） . 2011,第006期
• 6. Response of beam-to-tubular column angle connections subjected to combined flexure and axial loading [C] . Y. Liu, C. Málaga-Chuquitaype, A.Y. Elghazouli Tubular structures XIV . 2012
• 7. Lateral system design philosophy within moderate seismic regions: Tozzer Library case study and angle connection component test program. [D] . Nelson, Jessalyn M. 2014
• 8. Are we adequately preparing the next generation of physicians to prescribe exercise as prevention and treatment? Residents express the desire for more training in exercise prescription [O] . Kara Solmundson, Michael Koehle, Donald McKenzie 2016
• 9. Behaviour of beam-to-tubular column angle connections under shear loads [O] . Liu Y, Malaga-Chuquitaype C, Elghazouli AY 2012

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